Vitruvius, L' Architettura generale di Vitruvio : ridotta in compendio

Page concordance

< >
Scan Original
61 15
62 16
63 17
64 18
65 19
66 20
67 21
68 22
69 23
70 24
71 25
72 26
73 27
74 28
75 29
76 30
77 31
78 32
79 33
80 34
81 35
82 36
83 37
84 38
85 39
86 40
87 41
88 42
89 43
90 44
< >
page |< < (64) of 319 > >|
    <echo version="1.0RC">
      <text xml:lang="it" type="free">
        <div xml:id="echoid-div142" type="section" level="1" n="55">
          <pb o="64" file="0110" n="110" rhead="ARCHITETTURA"/>
          <p>
            <s xml:id="echoid-s1137" xml:space="preserve">Queſti tali alleggerimenti poſſo-
              <lb/>
              <note position="left" xlink:label="note-0110-01" xlink:href="note-0110-01a" xml:space="preserve">con
                <lb/>
              Puntel
                <lb/>
              li.</note>
            no eſſere di due ſorte. </s>
            <s xml:id="echoid-s1138" xml:space="preserve">La prima è
              <lb/>
            di mettere al di ſopra del Liſtel-
              <lb/>
            lo che ſoſtenta il Muro, ſopra il
              <lb/>
            vano delle porte e delle fineſtre,
              <lb/>
            due puntelli che poſando nella
              <lb/>
            parte inferiore ſopra de’Pilaſtri s’
              <lb/>
            uniſcano nella ſuperiore.</s>
            <s xml:id="echoid-s1139" xml:space="preserve"/>
          </p>
          <p>
            <s xml:id="echoid-s1140" xml:space="preserve">L’altra maniera e di fare ſopra
              <lb/>
              <note position="left" xlink:label="note-0110-02" xlink:href="note-0110-02a" xml:space="preserve">con Ar
                <lb/>
              chi a
                <lb/>
              volta.</note>
            i vani, degli Archi a volta con
              <lb/>
            pietre tagliate a guiſa di conio e
              <lb/>
            tendenti ad un centro: </s>
            <s xml:id="echoid-s1141" xml:space="preserve">poichè eſ-
              <lb/>
            ſendo i muri così aſſodati col mez-
              <lb/>
            zo di queſti tali Alleggerimenti,
              <lb/>
            tutta la muraglia ch’è nella parte di
              <lb/>
            ſotto non declinerà punto, reſtan-
              <lb/>
            do ſcaricata dal peſo della parte
              <lb/>
            che è di ſopra: </s>
            <s xml:id="echoid-s1142" xml:space="preserve">e ſe le avveniſſe
              <lb/>
            un qualche difetto col lungo paſ-
              <lb/>
            ſare di tempo, ella potrebbe riſta-
              <lb/>
            bilirſi ſenza che foſſe biſogno di
              <lb/>
            puntellare la parte di ſopra.</s>
            <s xml:id="echoid-s1143" xml:space="preserve"/>
          </p>
          <p>
            <s xml:id="echoid-s1144" xml:space="preserve">La Seconda maniera di alleggeri-
              <lb/>
              <note position="left" xlink:label="note-0110-03" xlink:href="note-0110-03a" xml:space="preserve">2 So,
                <lb/>
              ſtentan.
                <lb/>
              done il
                <lb/>
              rerre-
                <lb/>
              no.</note>
            re ſi è per qu’ muri che fatti ſono a
              <lb/>
            ſoſtentamento di terreno; </s>
            <s xml:id="echoid-s1145" xml:space="preserve">poichè
              <lb/>
            oltre alla groſſezza </s>
          </p>
        </div>
      </text>
    </echo>
Impressum